TECHNICAL PAPERS
Jun 1, 2007

XRD and Unconfined Compressive Strength Study for a Qualitative Examination of Calcium–Arsenic Compounds Retardation of Cement Hydration in Solidified/Stabilized Arsenic–Iron Hydroxide Sludge

Publication: Journal of Environmental Engineering
Volume 133, Issue 6

Abstract

This study investigates the adverse effects of synthesized arsenic–iron hydroxide sludge, the by-product of arsenic removal by coagulation with ferric chloride, on unconfined compressive strength (UCS) and cement hydration of solidified/stabilized matrices. The results from both UCS tests and X-ray diffraction (XRD) implied that synthesized arsenic–iron hydroxide sludge might not be chemically inert in a cementitious environment, which could account for the retardation of cement hydration. The culprit for this retardation is likely to be the multiphase formation of calcium arsenic compounds suggested by the strong peak at 7.90Å (11.2°2θ) . This peak appeared when more than 20 and 13% of arsenic–iron hydroxide sludge were added to the solidification/stabilization (SS) process of cement–water and cement-hydrated lime–water systems, respectively. The proposed mechanisms for the retardation of cement hydration by calcium–arsenic compounds are calcium complexation and, subsequently, surface precipitation due to the interaction between desorbed arsenate and hydration by-products in a cement porewater environment. The extent of the hydration retardation is qualitatively determined by the semiquantitative comparison of Ca3SiO5 and Ca2SiO4 remaining after 28days of hydration between the control SS samples and that with various doses of the sludge added. When 20 and 33% of the sludge were added into the SS matrices, the remaining Ca3SiO5 and Ca2SiO4 were more than that of the control sample by factors of 2 and 3.2, respectively.

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Acknowledgments

This research work was funded by the National Research Center for Environmental and Hazardous Waste Management (NRC-EHWM), Chulalongkorn University, Bangkok, Thailand and the New Jersey Applied Water Research Center, New Jersey Institute of Technology (NJIT), Newark, N.J. The writers also would like to express gratitude to the National Metal and Materials Technology Center (MTEC), Patumtani, Thailand for the use of its XRD, especially Miss Yaowaluck for the instrumentation training. The insightful and helpful technical support from Associate Professor Gregory V. Lowry (Carnegie Mellon University) and Miss Akiko Uyeda (NRC-EHWM) is also gratefully acknowledged.

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 133Issue 6June 2007
Pages: 595 - 607

History

Received: Nov 21, 2005
Accepted: Jul 10, 2006
Published online: Jun 1, 2007
Published in print: Jun 2007

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Authors

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Tanapon Phenrat, S.M.ASCE
MS Student, National Research Center for Environmental and Hazardous Waste Management, Chulalongkorn Univ., Bangkok, Thailand; presently, Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Carnegie Mellon Univ., Pittsburgh, PA 15213.
Taha F. Marhaba, Ph.D., M.ASCE [email protected]
P.E.
Associate Professor and Acting Director, New Jersey Applied Water Research Center, New Jersey Institute of Technology, University Heights, Newark, NJ 07102-1982 (corresponding author). E-mail: [email protected]
Manaskorn Rachakornkij, Ph.D.
Dept. of Environmental Engineering, Faculty of Engineering, Chulalongkorn Univ., Bangkok, Thailand.

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